Attachment_0002_-_FRLA_Drawings.pdf

PDF 27 MB Posted Aug 24, 2021

Attached to: FRLA - WATER SHEDDING IMPROVEMENTS Federal contract opportunity
Solicitation number: 140P4321R0021
Issued by: Department of the Interior National Park Service Northeast Region

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for water shedding improvements issued by the Department of the Interior National Park Service Northeast Region. Solicitation number 140P4321R0021 seeks bids for FRLA - WATER SHEDDING IMPROVEMENTS to address runoff and drainage concerns at an unspecified National Park location. Interested vendors are instructed to review Attachment_0002_-_FRLA_Drawings.pdf for additional technical specifications and scope of work details. The opportunity type is listed as a solicitation, though no further information is included on response due dates, award timing, or other procurement terms.

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Other files for this federal contract opportunity

Other files attached to FRLA - WATER SHEDDING IMPROVEMENTS, newest first.
File	Type	Posted
Sol_140P4321R0021_Amd_0003.pdf	PDF	Nov 5, 2021
Attachment_0004_-_Civil_with_markups_0003.pdf	PDF	Nov 5, 2021
Sol_140P4321R0021_Amd_0002.pdf	PDF	Oct 29, 2021
Sol_140P4321R0021_Amd_0001.pdf	PDF	Sep 23, 2021
B08_-_Attachment_0003_-_DOL_DBA_WD_MA20210001.pdf	PDF	Aug 24, 2021
Attachment_0001_-_FRLA_Paint_House_and_Office_Improve_Roofs_Specifications.pdf	PDF	Aug 24, 2021
Sol_140P4321R0021.pdf	PDF	Aug 24, 2021

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FREDERICK LAW

OLMSTED N.H.S.

SHEET SHEET NO. TITLE

1 COVER

2 A1.1 ROOF OVERVIEW PLAN, ABBREVIATIONS GENERAL NOTES

3 A1.2 ROOF PLAN HOUSE AND BARN

4 A1.3 ROOF PLAN OFFICE, PLANTING, DRAFTING, VAULT

5 A2.1 ELEVATIONS - EAST AND WEST HOUSE

6 A2.2 ELEVATIONS - SOUTH HOUSE

7 A2.3 ELEVATIONS - NORTH HOUSE

8 A2.4 ELEVATIONS - EAST OFFICE/DRAFTING

9 A2.5 ELEVATIONS - OFFICE/PLANTING

10 A2.6 ELEVATIONS - VAULT/DRAFTING/PLANTING

11 A2.7 ELEVATIONS - VAULT/DRAFTING/BARN

12 A3.1 ROOF TYPICAL CONDITIONS

13 A3.2 ROOF TYPICAL CONDITIONS

14 A3.3 ROOF DETAILS

15 A4.1 WINDOW/DOOR/SHUTTER TYPES

16 A4.2 WINDOW TYPICAL CONDITIONS

17 A4.3 SHUTTER/STORM TYPICAL CONDITIONS

18 A4.4 WINDOW DETAILS

19 A5.1 WOODWORK DETAILS

20 A6.1 WINDOW SCHEDULE

21 A6.2 WINDOW SCHEDULE

22 A6.3 WINDOW SCHEDULE

23 A6.4 WINDOW SCHEDULE

24 A6.5 WINDOW SCHEDULE

25 A6.6 WINDOW SCHEDULE

26 A6.7 WINDOW SCHEDULE

VAULT

HOUSE

OFFICE

DRAFTING WING

VAULT

PLANTING ROOM

BARN

TITLE OF PROJECT

PAINT HOUSE, IMPROVE ROOF

PAINT OFFICE, IMPROVE ROOF

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

DRAWING NO.:

PMIS NO.:

SHEET:

1 OF

NAME OF PARK

UNITED STATES DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

INTERIOR REGION 1 - NORTHEAST - APPALACHIAN

HISTORIC ARCHITECTURE, CONSERVATION,

AND ENGINEERING CENTER (HACE)

REGION

NORTHEAST

COUNTY

NORFOLK

STATE

MASSACHUSETTS

PMIS NO. 223735 PAINT HOUSE, IMPROVE ROOF

PMIS NO. 223737 PAINT OFFICE, IMPROVE ROOF

VICINITY PLAN

MARCH 01, 2021

SITE PLAN

223735

223737

THIS PROJECT

MARK SHT DATE INITREVISION

175030

SOLICITATION DOCS 03/01/2021

AutoCAD SHX Text 2A

AutoCAD SHX Text

CAMBRIDGE

AutoCAD SHX Text

ROXBURY

AutoCAD SHX Text

BROOKLINE

AutoCAD SHX Text

BOSTON

AutoCAD SHX Text

BRIGHTON

AutoCAD SHX Text

JAMAICA

AutoCAD SHX Text

PLAIN

AutoCAD SHX Text

SOUTH BOSTON

AutoCAD SHX Text

BOSTON

AutoCAD SHX Text

INNER

AutoCAD SHX Text

HARBOR

AutoCAD SHX Text

CHARLES RIVER

AutoCAD SHX Text

JAMAICA

AutoCAD SHX Text

POND

AutoCAD SHX Text

BROOKLINE

AutoCAD SHX Text

RESERVOIR

AutoCAD SHX Text

FRESH

AutoCAD SHX Text

POND

AutoCAD SHX Text

OLD HARBOR

AutoCAD SHX Text

BOYLSTON

AutoCAD SHX Text

STREET

AutoCAD SHX Text

BEACON

AutoCAD SHX Text

STREET

AutoCAD SHX Text

MASSACH

AutoCAD SHX Text

USETTS ST.

BARN

PLANTING

VAULT

DRAFTINGOFFICE

HOUSE

COURTYARD

43'-3

" 10'-11

9'-11

55'-3

24'-6

29'-9

14'-9"

METAL

ROOF

METAL

ROOF

BUILT UP

ROOF

METAL

ROOF

EPDM

METAL

ROOF

BUILT UP

ROOF

SLATE

ASPHALT

BUILT-UP

ROLL ROOFING

SYMBOL KEY:

WINDOW

DOOR

DETAIL

NOTE

D1.1

GENERAL NOTES:

1. PLANS AND ELEVATIONS in this set incorporate reproductions of measured drawings prepared from a variety of sources. Certain portions of these drawings have been updated to reflect current existing conditions. Missing elevations have been composed from these existing documents. Dimensions and scales are approximate; the

Contractor is responsible for field verifying all dimensions and conditions.

2. DRAWINGS are prepared and coordinated with the technical specifications; both components comprIse the Project Manual and govern the work of this project.

3. EXISTING CONDITIONS are noted to provide a guide to typical conditions. The

Contractor shall verify all existing conditions prior to beginning work and bring any discrepancies to the Government's attention. Dimensions are for reference only; the

Contractor is responsible for field verification of all dimensions and conditions on site prior to proceeding with work, preparing shop drawings, or ordering materials.

4. PROTECTION of existing materials to remain is the Contractor's responsibility. The structure is a NATIONAL HISTORIC LANDMARK and existing materials are significant historic features that must be retained and protected during the course of the work.

Refer to the Project Manual for additional information regarding protection of building features.

5. ROOFING and flashing shall be 100% weather tight on a dailiy basis; remove only as much roofing as can be replaced on the same day.

ABBREVIATIONS

ADJ ADJACENT

BR BRICK

CEM CEMENT

CI CAST IRON

CU COPPER

D DIAMETER

DS DOWNSPOUT

EXG EXISTING

FLR FLOOR

FNDN FOUNDATION

JT JOINT

LCC LEAD COATED COPPER

ZCC ZINC-TIN COATED COPPER

MEMB MEMBRANE

MTL METAL

NTS NOT TO SCALE

STL STEEL

STN STONE

T&G TONGUE AND GROOVE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

WD WOOD

Roof Overall Plan

A1.1

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

03/01/2021

A1.1

Roof Overview Plan 4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

175030

223735

223737 of 26

CONTRACTOR STAGING

AREA

MAINTAIN OWNER

ACCESS TO BARN

VAULT

DRAFTINGOFFICE

HOUSE

LAUNDRY YARD

A2.1

A2.2

A2.3

COURT YARD

#40

SKY

#20

SLATE

ASPHALT

BUILT-UP

ROLL ROOFING

FLAT SEAM METAL

SYMBOL KEY:

WINDOW

DOOR

ELEVATION

NOTE

D1.1

LAUNDRY YARD

B2 B3

BARN COURT YARD

A2.7

Key Notes - Barn Roof

B1 NEW LINER IN NEW GUTTER: Oil existing new wood gutter. Install custom LCC gutter liner and adjust gutter as required to integrate with new roofing. Provide additional trim to match existing; prep and paint. See 1/A3.3

B2 INSTALL ZCC GUTTER LINERS: Install owner furnished custom ZCC gutter liner. Provide outlets and other materials for complete system. See Detail 3/A3.3.

B3 REPAIR ASPHALT ROOFING: Integrate flashing and waterproof membrane with new gutter liners to ensure a water-tight connection, replace missing courses of 3 tab asphalt shingles with new to match existing entire extent of eave edge.

B4 REPLACE SBS ROOF: Remove existing roofing to plywood substrate. Repair substrate as required and ensure that roof deck slopes to gutter. Install new SBS roof system. Match existing edge nailed detail to emulate historic roll roofing. See

1/A3.3.

B5 INSTALL DRIP EDGE: Remove 3 tab asphalt roofing to expose hangers, remove half round copper gutter, install drip and flashing, re-install gutter.

Key Notes - Roof:

1. REPLACE BUR ROOF: Remove existing multi-ply BUR and coal tar pitch roof to deck. Install tapered cover board and build up NE corner as required to slope to gutters. Remove and re-install siding for waterproof membrane at wall/roof junction on north and east;

turn up membrane 8" min. See 5/A3.3.

2. INSTALL LCC GUTTER LINER. Modify existing owner-furnished custom gutter liner to create a concealed expansion joint at new downspout. Install liner.

3. REPAIR ROOF DOWNSPOUT: Provide CMU downspout keeper blocks (3) to provide minimum of 1/4" per foot slope to outlet. Make sure all downspout sections are securely attached to each other with copper or brass screws. See 7/A3.3.

4. REPLACE and EXTEND GUTTER DIVERTER: Remove existing lead and sheet metal flashing and siding at end of gutter where it abuts main house. Provide additional flashing, wood blocking, and epoxy repairs at corner to create a water-tight condition between gutter and wall. Provide LCC overflow diverter and flashing to direct water into gutter and away from corner. Integrate with gutter liner.

5. NEW DOWNSPOUT: Provide new downspout to match existing downspouts at location. Include boot and run below grade to daylight at west end of ell. Prep, prime and paint.

6. SLATE EAVE REPAIR: Remove 5'-0" (12 courses +/-) of slate at eave and repair any damage to sheathing. Install waterproof membrane (min. 4'-0") and underlayment to exposed roof area,install flashing as req. to tie into existing. Re-install slate. See 2/A3.3 and 4/A3.3.

7. REPLACE CORNICE TRIM: Provide new wood cornice materials to match existing. Work includes crown, bed, and trim moldings with custom profiles. See 2/A3.3.

8. SELECTED SLATE REPAIR: Replace broken, cracked, unsound slate with new to match existing; # indicates quantity per slope.

9. RIDGE CAPS: Replace copper ridge caps with new to match existing.

10. SNOW GUARDS: Replace snow guards with new pad-style retrofit guards; retain existing pigtail type where possible.

11. ASPHALT ROOF REPAIR: Remove and replace 15 s.f. of existing 3-tab asphalt shingle to match. Remove and re-install siding on west wall for installation of additional waterproof membrane; turn up 1'-0" typ. and extend onto roof deck to cover area of shingle replacement.

12. ASPHALT ROOF REPLACEMENT: Remove and replace existing 3-tab asphalt shingle to match, install waterproof membrane over entire roof deck. Remove and salvage siding on abutting walls to allow for membrane to turn up 1'-0" typ.

13. ROLL ROOFING: Remove existing roofing and sheathing. Install new plywood sheathing, waterproof membrane, and underlayment, and SBS roof with granulated surface. Provide nailed rolled edge to emulate historic roll roofing.

14. UNCOATED FLAT SEAM METAL ROOF: Inspect all seams for splits or breaks; re-solder as req. to restore watertight condition.

15. COATED TERNE and COPPER METAL ROOFING: Inspect roofing for splits, breaks, corrosion. Remove previous coatings in deteriorated areas, prep surface, apply appropriate primer, re-coat entire roof with compatible elastomeric coating.

16. EPDM ROOF: Inspect for tears, bubbles, seam failure.

17. EXTEND ROOF DOWNSPOUT: Extend existing downspout to discharge into gutter, prime and paint.

18. RENEW BUR ROOF: Remove organic material from roof; scrape back loose, unbonded gravel materials from west side of roof, cleanout exg. copper lined gutter. Reapply bituminous to exposed area and refresh gravel material, bonding to bituminous.

19. REPAIR SKYLIGHTS [Bid Option 5]: Inspect steel and wood frame skylights section loss and corrosion; replace steel as required;

remove caps and glass and reglaze; conserve broken lites. Remove corrosion from metal surfaces; repair wood frames, sash, prime, paint. See 1/A3.2 and 2/A3.2 for skylight window repairs.

20. RE-HANG GUTTER: Re-hang half round gutter; replace, provide additional brackets as req.

21. GUTTER REPLACEMENT: Document existing gutter/eave condition; replace wood gutters with new wood gutter to match, replace/repair/adjust substrate/blocking/fascia/soffit/trim. Install new LCC gutter liners.

22. REPLACE WOOD GUTTER SECTION: Provide new wood gutter. # indicates estimated l.f.

23. EAVE HEAT TRACE: Provide eave edge heat trace.

24. REPLACE CUPOLA FLASHING: Remove existing wood cupola structure to access flashing; replace existing base flashing with new.

Re-install wood structure.

25. EXTEND LIP OF GUTTER: Increase lip of gutter to improve capacity and resist overflow. See 4/A3.2.

26. RAFTER TIES: Provide supplemental rafter ties (2) at vault attic framing. See 3/A3.2.

GENERAL ROOF/DRAINAGE/SITE DRAINAGE NOTES:

REPAIR EXISTING WOOD GUTTERS: Remove existing rotted or damaged portions of wood gutter to sound material. Consolidate and patch wood gutter with epoxy materials to create a solid surface. Close and fill all open joints at corners/joins. Enlarge outlets to max. diameter possible; adjust gutter pitch to provide adequate slope to outlets. See drawing notes for areas requiring new wood gutter sections. Install custom lead coated copper (LCC) gutter liners and coordinate with roofing repairs/replacement. Replace existing heat trace system, activate, and test system.

DOWNSPOUTS: Remove and replace existing heat trace system with new. Inspect all downspouts sections for loose/burst/stressed seams; repair/replace sections as req. Ensure all sections are securely attached with copper or brass screws. Ensure that all downspout brackets are secured to building and adequate in number;

replace in-kind any missing/damaged accessories.

SUBSURFACE DRAINAGE: Inspect and clean out all catch basins, dry wells, etc. and flush all subsurface drain lines to ensure that all are clear of debris and flowing freely to public mains; ensure downspouts are discharging into drain boots. Cleanout two areaway drains at basement access stairs.

ICE MELT SYSTEM: Replace all ice melt cables; cables typically exist on certain roof areas, in all gutters, and down all downspouts/boots. Provide additional cabling and accessories as required at new gutters/downspouts and/or at eaves as noted on drawings. Update controls as required to provide a fully functional system; test and re-energize system.

House Roof Plan

A1.2

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

03/01/2021

A1.2

Roof Plan

PMIS

NO.:

SHEET

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

175030

223735

223737

3 of

Barn Roof Plan

A1.2

See Sheet

A1.3

1/8" = 1'-0"

House and Barn

AutoCAD SHX Text

SCALE OF FEET

1/8" = 1'-0"

VAULT

DRAFTINGOFFICE

HOUSE

A2.4

A2.3

COURT YARD

SKY

#20

#23

#62

#40

#50

#75

#20

#10

SLATE

ASPHALT

BUILT-UP

ROLL ROOFING

FLAT SEAM METAL

SYMBOL KEY:

WINDOW

DOOR

ELEVATION

NOTE

D1.1

Key Notes - Roof:

turn up membrane 8" min. See 5/A3.3.

2. INSTALL LCC GUTTER LINER. Modify existing owner-furnished custom gutter liner to create a concealed expansion joint at new downspout. Install liner.

5. NEW DOWNSPOUT: Provide new downspout to match existing downspouts at location. Include boot and run below grade to daylight at west end of ell. Prep, prime and paint.

7. REPLACE CORNICE TRIM: Provide new wood cornice materials to match existing. Work includes crown, bed, and trim moldings with custom profiles. See 2/A3.3.

8. SELECTED SLATE REPAIR: Replace broken, cracked, unsound slate with new to match existing; # indicates quantity per slope.

9. RIDGE CAPS: Replace copper ridge caps with new to match existing.

10. SNOW GUARDS: Replace snow guards with new pad-style retrofit guards; retain existing pigtail type where possible.

14. UNCOATED FLAT SEAM METAL ROOF: Inspect all seams for splits or breaks; re-solder as req. to restore watertight condition.

16. EPDM ROOF: Inspect for tears, bubbles, seam failure.

17. EXTEND ROOF DOWNSPOUT: Extend existing downspout to discharge into gutter, prime and paint.

19. REPAIR SKYLIGHTS [Bid Option 5]: Inspect steel and wood frame skylights section loss and corrosion; replace steel as required;

remove caps and glass and reglaze; conserve broken lites. Remove corrosion from metal surfaces; repair wood frames, sash, prime, paint. See 1/A3.2 and 2/A3.2 for skylight window repairs.

20. RE-HANG GUTTER: Re-hang half round gutter; replace, provide additional brackets as req.

22. REPLACE WOOD GUTTER SECTION: Provide new wood gutter. # indicates estimated l.f.

23. EAVE HEAT TRACE: Provide eave edge heat trace.

24. REPLACE CUPOLA FLASHING: Remove existing wood cupola structure to access flashing; replace existing base flashing with new.

Re-install wood structure.

25. EXTEND LIP OF GUTTER: Increase lip of gutter to improve capacity and resist overflow. See 4/A3.2.

26. RAFTER TIES: Provide supplemental rafter ties (2) at vault attic framing. See 3/A3.2.

GENERAL ROOF/DRAINAGE/SITE DRAINAGE NOTES:

replace in-kind any missing/damaged accessories.

Office, Planting, Drafting, Vault Roof Plan

A1.3

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

03/01/2021

A1.3

Roof Plan

PMIS

NO.:

SHEET

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

175030

223735

223737 of 26

See Sheet

A1.2

1/8 " = 1'-0"

Office, Planting, Drafting, Vault

AutoCAD SHX Text

SCALE OF FEET

3'-6"

D100

D200

D201

A3.2

HOUSE

A2.1

104 EH

D102

D100

D101

D100

SAND AND REFINISH

FIR DECKING

PAINT INTERIOR OF

VESTIBULE TYP.

REPLACE

NOSING

ENTIRE

LENGTH

RE-SECURE

NOSING TYP.

DUTCHMAN REPAIR PLINTH, TORUS, AND

BASE OF COLUMN. ASSUME

OF PLINTH

AND TORUS AND 20 SQ. INCH OF COLUMN.

REPAIR

DETERIORATED

GUTTER SECTION;

REPLACE MISSING

BANDMOLDING;

RE-SECURE TRIM

ENTRY ROOF GUTTERS DO NOT RECEIVE

LINERS. REHABILITATE EXISTING WOOD

GUTTERS, APPLY PRESERVATIVE

TREATMENT TYP.

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

3. The entire structure will be primed and painted. Repair work noted is in addition to typical prep work required for exterior painting which may include caulking, patching, sanding, nailing, filling, cleaning, and the like.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

6. Scarf all joints between existing and new woodwork; prime/backprime. If there are more than three joints in a 8'-0” section of running trim (water table, stringcourse/sill course, siding) requiring repair, replace in entirety.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

12. Rehabilitate cornice/gutter. Document existing conditions along length of elevation; conditions vary. Remove and salvage existing wood gutter and sound trim. Rework fascia, blocking, substrate as req. and coordinate with roof eave and gutter work. All new trim/moldings to match existing; assume custom profiles.

13. Provide waterproof membrane under siding typ.

14. Rehabilitate junction of sun printer and building face. Dutchman 20 l.f. sill course, remove siding as required to install flashing and extend over top and sides of brace joints and over sill; paint.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

03/01/2021

A2.1

Elevations

East and West House

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

175030

223735

223737 of 26

West Elevation - House

A2.1

East Elevation - House

A2.1

Vestibule

A2.1

1/4" = 1'-0" 1/4" = 1'-0"

1/4" = 1'-0"

A2.1

209SH

SKY

D100

D101

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

13. Provide waterproof membrane under siding typ.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

ONSTRUCTION DOCUMENTS

seh seh

SEH

03/01/2021

A2.2

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

175030

223735

223737 of 26

South Elevation - House

A2.2 1/4" = 1'-0"

Elevations

South House

REPLACE

SIDING

AND

TRIM

REPLACE

DETERIORATED

SHEATHING

BOARDS AND

ROOFING

REPLACE WOOD

BOARD AND BATTEN

DOOR BOARDS

SALVAGE AND

REUSE HARDWARE

WOOD KEEPER TOP

AND CANE BOLT

BOTTOM EACH LEAF

REPLACE ROOFING

ROLL OVER EDGES

AND FACE NAIL TYP.

REPLACE

TRIM AND

REPAIR

SHEATHING

INTERIOR FACE OF DOORS

D001

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

13. Provide waterproof membrane under siding typ.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

PAINTED STEEL 1

"Ø

FLANGE MOUNTED TO

DECK.

PT FRAMING; PROVIDE

ADDITIONAL BLOCKING

AT HANDRAIL

COPPER FLASHING AT

LEDGER; TUCK UNDER

TRIM BOARD

ANY EXG. FOUNDATION

TO REMAIN

FRAME DECKING WITH NOSING

AND FACE WITH 1X TRIM TYP.

HOLD OFF GRADE 1"

PROVIDE 4" x 8" GRANITE

SLAB WIDTH OF DECK SET

LEVEL AND HOLD TOP AT

NEW GRADE

EXG. GRADE 139.21

NEW GRADE 139.43

STOOP 139.21

THRESHOLD 140.60

3'-6"

5'-6"

ADD 2" +/- OF STABILIZED

STONE DUST AT STOOP;

FEATHER OUT TO A 5%

SLOPE

NEW WOOD STOOP WITH

FIR DECKING AND STEEL

HANDRAIL. CENTER ON

DOOR.

5'-6"

NEW GRADE AND STOOP

D100

HOUSE BARN

A2.3

Ax.x

SKY

SKY SKY

D001

D100

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

A2.3

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

223735

223737 of 26

North Elevation - House

A2.3

North Elevation - Areaway

A2.3

North Stoop

A2.3

1/4" = 1'-0"

03/01/2021

175030

North House

OFFICE

DRAFTING VAULT

D001

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

13. Provide waterproof membrane under siding typ.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

A2.4

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

223735

223737 of 26

East Elevation - Office and Drafting

A2.4

South Elevation - Drafting

A2.4

1/4" = 1'-0" N.T.S.

03/01/2021

175030

East Office and Drafting

D001

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

13. Provide waterproof membrane under siding typ.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

A2.5

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

223735

223737 of 26

West Elevation - Office

West Elevation - Planting

A2.5

South Elevation - Planting

A2.5 A2.5

South Elevation - Office

A2.5

1/4" = 1'-0" 1/4" = 1'-0"

1/4" = 1'-0"

N.T.S.

03/01/2021

175030

West Office, South, West Planting

A3.2

D100

SKY

D101

A2.3 SIM

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

7. Re-nail/re-secure all siding joins/scarfs.

8. Replace all ice melt cables; re-energize system and test. Cables typically exist on selected roof areas, in all gutters, and down all downspouts.

Key Notes - Exterior

W1 # Replace # l.f. of siding

W2 # Replace # l.f. of watertable

W3 # Replace # l.f. of string course/sill

W4 # Replace # l.f. of 1x trim

G1 Replace wood gutter section

C1 Remove organic staining

M1 # Repoint # s.f. of masonry

M2 # NOT USED

M3 # Rebuild # s.f. of masonry

M4# Brick replacement

M5 Parge masonry

S1 Fill and stabilize eroded area

E1# Epoxy consolidate/fill repair

1. Rehabilitate mortise and tenon shutter screen. Remove, rebuild joints as req., reinstall. See window schedule for shutter scope.

2. Rehabilitate hoist. Dutchman/epoxy repairs; add cap flashing nailed to top face;

paint.

3. Re-nail popped nails typ.

4. Rehabilitate fence. Replace deteriorated 4x6 posts (24 lf), bottom 2x8 rails (16 lf), secure lattice, re-secure to rebuilt brick base, paint.

5. Rebuild brick pier 1 typ. Provide Simpson post bracket anchored to masonry for each post; 2 typ.

6. New shutter; see window schedule.

7. Rebuild brick fence base. Repoint and rebuild masonry, replace broken/spalled brick with new. Use salvaged exg. brick on visible faces.

8. Rehabilitate rafter tails. Dutchman and epoxy repairs.

9. Reset and level bluestone step on compacted gravel and sand base.

10. Consolidate cracked clapboard ends left side; preserve trellis holes, provide new wood plugs to fill missing on left and right sides.

11. Rehabilitate entablature woodwork. Replace failed Dutchman at panel stiles/rails and below threshold, epoxy repair threshold, replace missing band molding at pilasters.

13. Provide waterproof membrane under siding typ.

15. Seal joint between drafting entrance and vault.

16. Remove vine holdfasts from siding.

17. Re-secure conduit and electrical lines to siding.

18. Clean heavy organic soiling at gutters and trim at sleeping porch on east and north sides.

19. Remove, salvage, and reinstall siding as required to inspect and repair substrate/sheathing.

20. Re-secure butt ends/joins at sheathing typ.

21. Repair decorative trim panel.

22. Replace deteriorated posts.

23. Restore spalled, damaged concrete stoop; custom aggregate and concrete mix to match existing materials.

Key Plan

DESIGNED:

CADD:

TECH REV:

DATE:

SUB SHEET

NO.:

SUB SHEET NO.:

CONSTRUCTION DOCUMENTS

seh seh

SEH

A2.6

4 0 4

SCALE OF FEET

1/4" = 1'-0"

PMIS

NO.:

SHEET

Scale: 1/4" = 1'-0" when printed full size on 22" x 34" sheet

U.N.O.

FREDERICK LAW OLMSTED NATIONAL HISTORIC SITE

PAINT HOUSE, IMPROVE ROOF PAINT OFFICE, IMPROVE ROOF

223735

223737 of 26

North Elevation - Planting

South Elevation - Vault

A2.6

West Elevation - Drafting and Vault

A2.6 A2.6

1/4" = 1'-0"

03/01/2021

175030

North Planting, West, South Drafting and Vault

14'-0" +/-

B21

B22

B24

D2.2

D1.7

South

D1.8

B22

11'-2" +/-

9'-0" +/-

B17

B2 B3

B8B9

B10

B11

D2.1

D1.5

D1.4

D1.1

North

D1.3 D1.2

B20

B25

B18

B19

D1.9

FENCE N.I.C.

22'-0" +/-

B16

B13

B15

B12

B14

106 104

D1.6

General Notes - Barn

1. Provide hook and eye hardware at all screen doors.

2. All epoxy and dutchman repairs shall be sanded smooth, prepped, primed, and painted two finish coats.

3. Areas requiring repainting shall include the entire component. Paint to logical separation between elements not requiring painting to ensure that work blends with existing surfaces. Caulk all joints in areas requiring painting/repair.

4. Replace ice melt cables; re-energize system and test.

Key Notes - Barn Exterior - B#

1. Epoxy repair to wood head casing

2. Epoxy repair wood sill

3. Rake and repoint stone foundation below D1.1; level and reset step

4. Epoxy repair to corner board

5. Dutchman repair at eave return

6. Dutchman and epoxy repair at sill and casing

7. Epoxy repair at fascia above D2.1; sand smooth joint at gutter

8. Dutchman and epoxy repair at casing and sill window 102

9. Replace screen

10. Replace broken glass

11. Adjust screen door to close tightly

12. Scrape, prep, prime, and paint fascia entire length

13. Epoxy repairs at joint between sill and jamb

14. Prep, prime and paint clapboards

15. Remove sash, replace pins, prep, prime, paint

16. Paint watertable at right corner

17. Dutchman repair fascia

18. Epoxy repair rafter tail and joint between rafters

19. Dutchman repair sill; prep, prime, paint window casing/trim 206, 208

20. Dutchman repair corner board

21. Dutchman repair door D1.8 bottom; hide joint behind hinge; replace and paint vent; prep, prime, paint area between corner board and change in plane.

22. Prep, prime, paint casing at D2.2

23. Epoxy repair casing and sill at D1.7

24. Prep, prime and paint entire casing at window 205.

25. Remove gate; reset lower pintle, seal surround at both pintles. Epoxy repair cracked corner board; reinstall gate.

General Notes - Exterior

1. Notes are indicative of general areas of repair and intent of work. Quantities are estimates only; additional repairs may be required to meet the scope noted.

2. See window and door schedules for additional repairs which may encompass exterior trim, sills, and flashing work.

4. All repairs shall be primed and back primed on all surfaces and cut ends as part of the repair work.

5. Dutchman/epoxy repairs are used to generally describe the type of work required;

see specifications for additional information on repair requirements.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 24, 2021.